CN107060144A - A kind of light steel wood mixing keel combined wall and its implementation - Google Patents

A kind of light steel wood mixing keel combined wall and its implementation Download PDF

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CN107060144A
CN107060144A CN201710073169.3A CN201710073169A CN107060144A CN 107060144 A CN107060144 A CN 107060144A CN 201710073169 A CN201710073169 A CN 201710073169A CN 107060144 A CN107060144 A CN 107060144A
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steel
keel
cold
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formed thin
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CN107060144B (en
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王玲玲
范光明
陈博文
董毓利
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Huaqiao University
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7409Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts special measures for sound or thermal insulation, including fire protection
    • E04B2/7412Posts or frame members specially adapted for reduced sound or heat transmission

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Thermal Sciences (AREA)
  • Building Environments (AREA)
  • Finishing Walls (AREA)

Abstract

本发明公开了一种轻钢‑木混合龙骨复合墙体及其实施方法,所述复合墙体包括经过剖分的冷弯薄壁型钢、软木板、自攻螺钉和轻质板材;所述冷弯薄壁型钢包括沿冷弯薄壁卷边槽钢腹板中和轴剖分成的两部分,组成混合龙骨中的钢龙骨,所述两部分分别放置在墙体截面高度方向上的两端;所述软木板包括两块,组成混合龙骨中的木龙骨,放置在所述冷弯薄壁型钢腹板中和轴附近;所述软木板与所述冷弯薄壁型钢采用自攻螺钉连接成整体;所述轻质板材挂在所述混合龙骨两侧冷弯薄壁型钢的翼缘上。本发明的复合墙体具有保温隔热性能好、承载能力高、重量轻、节能环保的特点,此外,当龙骨不满足建筑保温要求或力学性能要求时,更换相应部件后可继续使用,灵活度高。

The invention discloses a light steel-wood mixed keel composite wall and an implementation method thereof. The composite wall includes split cold-formed thin-walled steel, cork boards, self-tapping screws and light boards; the cold The bent thin-walled section steel includes two parts divided along the neutral axis of the cold-formed thin-walled curling channel steel web to form the steel keel in the mixed keel, and the two parts are respectively placed at the two ends in the height direction of the wall section; The cork board consists of two pieces, which form the wooden keel in the mixed keel, and are placed near the center and shaft of the cold-formed thin-walled steel; the cork board and the cold-formed thin-walled steel are connected by self-tapping screws to form a Overall; the light board is hung on the flanges of the cold-formed thin-walled steel on both sides of the mixed keel. The composite wall of the present invention has the characteristics of good thermal insulation performance, high bearing capacity, light weight, energy saving and environmental protection. In addition, when the keel does not meet the building thermal insulation requirements or mechanical performance requirements, it can continue to be used after replacing the corresponding parts, which greatly improves the flexibility. high.

Description

一种轻钢-木混合龙骨复合墙体及其实施方法A light steel-wood mixed keel composite wall and its implementation method

技术领域technical field

本发明涉及土木工程领域复合墙体的传热性能及力学性能,具体指一种由轻钢-木混合结构作为龙骨,外覆节能环保轻质板材的复合墙体,属于房屋建筑技术领域。The invention relates to the heat transfer performance and mechanical properties of a composite wall in the field of civil engineering, and specifically refers to a composite wall made of a light steel-wood hybrid structure as a keel and covered with an energy-saving and environmentally friendly light board, and belongs to the technical field of building construction.

背景技术Background technique

在中国,传统住宅的建筑存在国土资源浪费、能耗大、生态破坏严重、舒适性差等问题。为改变传统住宅的建造方式,国家大力发展钢结构。随着国外轻型钢结构企业以及相应产品和技术的不断涌入,冷弯薄壁型钢结构体系迅速发展。In China, traditional residential buildings have problems such as waste of land resources, high energy consumption, serious ecological damage, and poor comfort. In order to change the construction method of traditional houses, the country vigorously develops steel structures. With the continuous influx of foreign light steel structure enterprises and corresponding products and technologies, the cold-formed thin-walled steel structure system has developed rapidly.

冷弯薄壁型钢结构住宅主要由墙体、楼盖、屋盖及维护结构组成。冷弯薄壁型钢结构住宅的墙体是由轻钢龙骨、内外墙板和夹心层材料等组成的轻钢龙骨复合墙体。这种墙体具有质量轻、施工装配化程度高的优点。但由于钢龙骨的存在而使局部热流散失显著增加,致使墙体内表面结露和墙体内部冷凝,在钢龙骨处形成严重的热桥效应,在寒冷地区甚至难以满足建筑保温要求。Cold-formed thin-walled steel structure houses are mainly composed of walls, floors, roofs and maintenance structures. The wall of the cold-formed thin-walled steel structure residence is a light steel keel composite wall composed of light steel keel, inner and outer wall panels and sandwich layer materials. This kind of wall has the advantages of light weight and high degree of construction assembly. However, due to the existence of the steel keel, the local heat loss is significantly increased, resulting in condensation on the inner surface of the wall and condensation inside the wall, forming a serious thermal bridge effect at the steel keel, and it is even difficult to meet the building insulation requirements in cold regions.

为改善轻钢龙骨的热桥效应,传统的做法是在龙骨腹板上开设细长的孔洞以增加热流传递的路径,这种龙骨称为保温龙骨。将保温龙骨用于承重墙体时,为保证墙体的竖向承载能力则开孔排数受到限制。增加开孔排数又会降低轻钢龙骨的力学性能,虽然能满足寒冷地区的建筑保温要求,但通常只能用于非承重墙体,无法发挥轻钢构件强度高、延性好的优点,使得这种墙体的经济效益下降。In order to improve the thermal bridge effect of the light steel keel, the traditional method is to open slender holes on the web of the keel to increase the path of heat transfer. This kind of keel is called thermal insulation keel. When thermal insulation keels are used for load-bearing walls, the number of opening rows is limited in order to ensure the vertical bearing capacity of the walls. Increasing the number of opening rows will reduce the mechanical properties of the light steel keel. Although it can meet the building insulation requirements in cold regions, it can only be used for non-load-bearing walls and cannot take advantage of the high strength and good ductility of light steel members. The economic benefit of this body of wall declines.

为得到保温隔热性能好、能承受竖向荷载和水平荷载、又满足“绿色建筑和建筑节能”要求的轻质复合墙体,在钢龙骨的中和轴两边设置一定长度的木龙骨,形成钢-木混合龙骨,新型龙骨可充分发挥钢材强度高和木材导热系数小的优点,同时木龙骨也有一定的强度和刚度,可辅助钢龙骨承受竖向荷载和水平荷载。在提升轻质复合墙体保温性能的同时,确保墙体的承载能力。龙骨两边的外覆墙板采用石膏、软木颗粒及蛭石组成的复合材料,可减轻甚至避免墙板受压时产生的弥撒裂缝和温度变化时的收缩裂缝。In order to obtain a lightweight composite wall that has good thermal insulation performance, can withstand vertical loads and horizontal loads, and meets the requirements of "green buildings and building energy conservation", wooden keels of a certain length are arranged on both sides of the neutral axis of the steel keel to form Steel-wood hybrid keel, the new keel can give full play to the advantages of high steel strength and low thermal conductivity of wood. At the same time, the wooden keel also has a certain strength and rigidity, which can assist the steel keel to bear vertical loads and horizontal loads. While improving the thermal insulation performance of the lightweight composite wall, it ensures the load-bearing capacity of the wall. The cladding wallboards on both sides of the keel are made of composite materials composed of gypsum, cork particles and vermiculite, which can reduce or even avoid the diffuse cracks and shrinkage cracks when the wallboards are under pressure and the temperature changes.

发明内容Contents of the invention

本发明的目的在于克服现有技术之不足,提供一种质量轻、承载力高、保温隔热性能好的轻钢-木混合龙骨复合墙体,能够满足“绿色建筑和建筑节能”要求。The purpose of the present invention is to overcome the deficiencies of the prior art, and provide a light steel-wood mixed keel composite wall with light weight, high bearing capacity and good thermal insulation performance, which can meet the requirements of "green building and building energy saving".

本发明解决其技术问题所采用的技术方案是:The technical solution adopted by the present invention to solve its technical problems is:

一种轻钢-木混合龙骨复合墙体,其特征在于,包括经过剖分的冷弯薄壁型钢、软木板、自攻螺钉和轻质板材;所述冷弯薄壁型钢包括沿冷弯薄壁卷边槽钢腹板中和轴剖分成的两部分,组成混合龙骨中的钢龙骨,所述两部分分别放置在墙体截面高度方向上的两端;所述软木板包括两块,组成混合龙骨中的木龙骨,放置在所述冷弯薄壁型钢腹板中和轴附近;所述软木板与所述冷弯薄壁型钢采用自攻螺钉连接成整体;所述轻质板材挂在所述混合龙骨两侧冷弯薄壁型钢的翼缘上。A light steel-wood mixed keel composite wall is characterized in that it includes split cold-formed thin-walled steel, cork boards, self-tapping screws and lightweight plates; the cold-formed thin-walled steel includes cold-formed thin-walled The two parts divided by the channel steel web and the axis of the wall curling form the steel keel in the mixed keel, and the two parts are respectively placed at the two ends in the height direction of the wall body section; The wooden keel in the mixed keel is placed near the center and axis of the cold-formed thin-walled steel web; the cork board and the cold-formed thin-walled steel are connected as a whole with self-tapping screws; the light-weight board is hung on On the flanges of the cold-formed thin-walled section steel on both sides of the mixed keel.

所述软木板与所述冷弯薄壁型钢在每侧的搭接长度为15-20mm。The overlapping length of the cork board and the cold-formed thin-walled section steel on each side is 15-20 mm.

所述冷弯薄壁卷边槽钢采用Q235钢或Q345钢。The cold-formed thin-walled edged channel steel adopts Q235 steel or Q345 steel.

所述自攻螺钉由钻头、丝锥及丝扣三部分组成。The self-tapping screw consists of three parts: a drill bit, a screw tap and a screw thread.

所述软木板为Vc级的轻型木板。The cork board is a Vc grade light wood board.

所述轻质板材为由石膏、软木颗粒和蛭石合成的复合材料。The lightweight board is a composite material synthesized from gypsum, cork particles and vermiculite.

所述轻质板材为由石膏、软木颗粒和蛭石按照1:0.08:0.3的比例合成的复合材料。The lightweight board is a composite material synthesized from gypsum, cork particles and vermiculite at a ratio of 1:0.08:0.3.

一种轻钢-木混合龙骨复合墙体的实施方法,包括:A method for implementing a light steel-wood mixed keel composite wall, comprising:

步骤1,根据墙体承受的竖向荷载和水平荷载的荷载水平确定冷弯薄壁型钢的截面尺寸及沿截面高度方向上的间距;Step 1, determine the section size of the cold-formed thin-walled section steel and the spacing along the section height direction according to the load level of the vertical load and the horizontal load borne by the wall;

步骤2,将冷弯薄壁型钢沿截面高度方向上的间距加上两端各15-20mm的搭接距离来确定软木板的截面高度;Step 2, add the distance between the cold-formed thin-walled section steel along the height direction of the section and the overlap distance of 15-20mm at both ends to determine the section height of the cork board;

步骤3,根据墙体的建筑保温要求对步骤2中确定的软木截面高度进行调整,并据此确定软木板的厚度;Step 3, adjust the height of the cork section determined in step 2 according to the building insulation requirements of the wall, and determine the thickness of the cork board accordingly;

步骤4,根据自攻螺钉的受剪力确定冷弯薄壁型钢与软木板连接处自攻螺钉的型号、间距及数量;Step 4, according to the shear force of self-tapping screws, determine the type, spacing and quantity of self-tapping screws at the joint between cold-formed thin-walled steel and cork board;

步骤5,根据墙体拟应用地区的温湿度变化及外覆板受力大小,确定石膏、软木颗粒及蛭石三种材料的配比;Step 5, according to the temperature and humidity changes in the area where the wall is to be used and the stress of the outer cladding board, determine the ratio of the three materials: gypsum, cork particles and vermiculite;

步骤6,将轻质板材挂在混合龙骨中两侧冷弯薄壁型钢的翼缘上。Step 6. Hang the lightweight sheet on the flanges of the cold-formed thin-walled steel on both sides of the mixed keel.

本发明具有以下优点和积极效果:The present invention has the following advantages and positive effects:

1、保温隔热性能好。木材的导热系数是钢材的几十分之一,在钢龙骨中设置一段长度木龙骨可有效降低龙骨处的热量损失,减缓龙骨处的热桥效应,这种由钢-木混合龙骨组成的复合墙体可满足我国寒冷地区的建筑保温要求。1. Good thermal insulation performance. The thermal conductivity of wood is a few tenths of that of steel. Setting a length of wooden keel in the steel keel can effectively reduce the heat loss at the keel and slow down the thermal bridge effect at the keel. This composite composed of steel-wood keel The wall can meet the building insulation requirements in cold regions of our country.

2、承载能力高。将钢龙骨放在墙体截面高度方向上的两端,无论是在竖向荷载还是水平荷载下,均使钢龙骨得到最大程度的利用,充分发挥了钢材强度高的力学特点。此外,与传统的钢龙骨相比,在钢材用量相同的情况下,截面上端的钢龙骨的受力合力点与截面下端的钢龙骨的受力合力点的距离增大,截面的抗弯承载力提高。同时考虑到木材也具有一定的强度,木龙骨可辅助受力。这种钢-木混合龙骨的承载能力较传统龙骨的承载能力大幅度提高。2. High carrying capacity. The steel keel is placed at both ends of the height direction of the wall section, whether it is under vertical load or horizontal load, the steel keel can be used to the greatest extent, and the mechanical characteristics of high strength of the steel are fully utilized. In addition, compared with the traditional steel keel, with the same amount of steel, the distance between the resultant force point of the steel keel at the upper end of the section and the resultant force point of the steel keel at the lower end of the section increases, and the bending bearing capacity of the section improve. At the same time, considering that the wood also has a certain strength, the wooden keel can assist in bearing the force. The bearing capacity of this kind of steel-wood hybrid keel is greatly improved compared with the traditional keel.

(3)重量轻。木材的密度是钢材的几十分之一,钢-木混合龙骨组成的墙体重量轻,地震作用小,抗震性能好。(3) Light weight. The density of wood is a few tenths of that of steel, and the wall composed of steel-wood mixed keels is light in weight, small in earthquake action, and good in earthquake resistance.

(4)节能环保。木材资源易于再生、绿色环保。本发明在龙骨中采用了木材,外覆墙板中的软木颗粒采用木构件建造过程中的副产品,进一步降低能源消耗。(4) Energy saving and environmental protection. Timber resources are easy to regenerate and are environmentally friendly. The invention adopts wood in the keel, and the cork particles in the outer cladding wallboard are by-products in the construction process of wooden components, thereby further reducing energy consumption.

(5)现场施工便捷,部件易于更换。复合墙体的各部件均可在工厂内加工制作,现场仅需安装,施工速度快。当龙骨不满足建筑保温要求或力学性能要求时,更换相应部件后可继续使用,灵活度高。(5) On-site construction is convenient, and parts are easy to replace. All parts of the composite wall can be processed and manufactured in the factory, and only need to be installed on site, and the construction speed is fast. When the keel does not meet the building insulation requirements or mechanical performance requirements, it can continue to be used after replacing the corresponding parts, with high flexibility.

以下结合附图及实施例对本发明作进一步详细说明,但本发明的一种轻钢-木混合龙骨复合墙体及其实施方法不局限于实施例。The present invention will be further described in detail below with reference to the accompanying drawings and examples, but the light steel-wood mixed keel composite wall and its implementation method of the present invention are not limited to the examples.

附图说明Description of drawings

图1为钢-木混合龙骨复合墙体的截面图;Fig. 1 is the sectional view of steel-wood mixed keel composite wall;

图2为钢-木混合龙骨复合墙体的正立面图;Fig. 2 is the front elevation view of steel-wood hybrid keel composite wall;

图3为钢-木混合龙骨复合墙体的左立面图;Fig. 3 is the left elevation view of steel-wood mixed keel composite wall;

图4为钢-木混合龙骨复合墙体的右立面图。Fig. 4 is the right elevation view of the steel-wood mixed keel composite wall.

附图标记:1、冷弯薄壁型钢,2、软木板,3、自攻螺钉,4、轻质板材。Reference signs: 1. Cold-formed thin-walled section steel, 2. Cork board, 3. Self-tapping screw, 4. Light board.

具体实施方式detailed description

如图1至图4所示,包括冷弯薄壁型钢1、软木板2、自攻螺钉3和轻质板材4,所述轻质板材4组成外覆墙板。As shown in Figures 1 to 4, it includes cold-formed thin-walled steel 1, cork board 2, self-tapping screws 3 and light board 4, and the light board 4 forms an outer cladding wallboard.

进一步的,所述冷弯薄壁型钢1为经过剖分的卷边槽钢,即将冷弯薄壁卷边槽钢沿腹板中和轴剖分为两个部分,分别放置在钢-木混合龙骨的上侧和下侧。选取的槽钢的型号取决于墙体承受的荷载水平,钢材采用Q235钢或者Q345钢。外围护墙体中的龙骨在水平荷载作用下以受弯为主,将剖分的冷弯薄壁型钢1放置在混合龙骨的两侧可最大限度的保证龙骨的抗弯性能,发挥钢材强度高的特点。Further, the cold-formed thin-walled section steel 1 is a split hemmed channel steel, that is, the cold-formed thin-walled hemmed channel steel is divided into two parts along the neutral axis of the web, and placed in the steel-wood mixed section respectively. The upper and lower sides of the keel. The type of channel steel selected depends on the load level of the wall, and the steel is Q235 steel or Q345 steel. The keel in the outer wall is mainly subjected to bending under the action of horizontal load. Placing the split cold-formed thin-walled steel 1 on both sides of the mixed keel can maximize the flexural performance of the keel and maximize the strength of the steel. high feature.

进一步的,组成木龙骨的软木板2有两块,为Vc级的轻型木板,放置在冷弯薄壁型钢1腹板两侧,沿截面高度方向,木龙骨板处于中和轴附近。木龙骨板的长度与冷弯薄壁型钢组成的钢龙骨的长度相等,两者采用自攻螺钉3连接。木材的导热系数是钢材的几十分之一,因此木龙骨板是主要的热阻部件。木龙骨板的厚度及截面高度根据墙体的保温要求确定。此外,软木的弹性模量远小于钢材,因此木龙骨的刚度低于钢龙骨,轴向荷载作用下,两部分根据各自的刚度进行合理的内力分配,从而避免了木龙骨的受压破坏。同时考虑到木材的密度小,这样的组合可进一步降低墙体的重量,发挥轻型结构体系的优点。因此,这类钢-木混合的龙骨具有质量轻、保温隔热性能好、承载能力高的优点;通过变换钢龙骨和木龙骨的搭配,可得到多种钢-木混合的龙骨形式,从而适应不同墙体的保温及承载要求;使用若干年后,龙骨局部破坏或不再满足建筑保温要求,更换相应组件后可继续使用。Further, there are two cork boards 2 that make up the wooden keel, which are Vc -level light wood boards, placed on both sides of the web of cold-formed thin-walled steel 1, and along the section height direction, the wooden keel boards are near the neutral axis. The length of the wooden keel plate is equal to the length of the steel keel composed of cold-formed thin-walled steel, and the two are connected by self-tapping screws 3 . The thermal conductivity of wood is several tenths of that of steel, so the wooden keel board is the main thermal resistance component. The thickness and section height of the wooden keel board are determined according to the thermal insulation requirements of the wall. In addition, the elastic modulus of cork is much smaller than that of steel, so the rigidity of the wooden keel is lower than that of the steel keel. Under the action of axial load, the two parts carry out reasonable internal force distribution according to their respective stiffness, thus avoiding the compression damage of the wooden keel. At the same time, taking into account the low density of wood, such a combination can further reduce the weight of the wall and take advantage of the light structure system. Therefore, this kind of steel-wood keel has the advantages of light weight, good thermal insulation performance, and high bearing capacity; by changing the combination of steel keel and wood keel, a variety of steel-wood keel forms can be obtained to adapt to Different wall insulation and bearing requirements; after several years of use, if the keel is partially damaged or no longer meets the building insulation requirements, it can continue to be used after replacing the corresponding components.

进一步的,上述自攻螺钉3由钻头、丝锥及丝扣三部分组成。钻头主要用于在连接件上钻孔,丝锥用于在孔上加工螺纹,丝扣的主要作用是将螺钉拧入。自攻螺钉的作用是将钢龙骨和木龙骨紧密连接,使不同部分协同工作。水平荷载作用下,龙骨以受弯为主,龙骨截面上的正应力分布服从平截面假定。在钢龙骨和木龙骨的交界面上由于正应力不同而存在相对滑移的趋势,使螺钉受剪。自攻螺钉的型号、间距和数量根据剪力的大小确定。Further, the above-mentioned self-tapping screw 3 consists of three parts: a drill bit, a tap and a screw thread. Drills are mainly used to drill holes on connectors, taps are used to process threads on holes, and the main function of threads is to screw screws in. The function of the self-tapping screw is to connect the steel keel and the wooden keel tightly, so that different parts work together. Under the horizontal load, the keel is mainly subjected to bending, and the normal stress distribution on the keel section obeys the assumption of a plane section. At the interface of the steel keel and the wooden keel, there is a tendency of relative slippage due to the difference in normal stress, so that the screws are sheared. The type, spacing and quantity of self-tapping screws are determined according to the magnitude of the shear force.

进一步的,上述轻质板材4由石膏、软木颗粒及蛭石三种材料按照一定的比例混合而成。在石膏中加入适量的软木颗粒可提高石膏板的延性,避免外覆墙板在意外受力过程中产生裂缝;加入蛭石是避免外覆墙板在温度变化过程中产生伸缩裂缝,保证外部墙板的完整性。Further, the above-mentioned lightweight board 4 is formed by mixing gypsum, cork particles and vermiculite according to a certain ratio. Adding an appropriate amount of cork particles to the gypsum can improve the ductility of the gypsum board and avoid cracks in the external cladding wallboard during unexpected stress; adding vermiculite can prevent the cladding wallboard from producing expansion and contraction cracks in the process of temperature changes and ensure the external wall board integrity.

一种轻钢-木混合龙骨复合墙体的实施方法,包括:A method for implementing a light steel-wood mixed keel composite wall, comprising:

步骤1,根据墙体承受的竖向荷载和水平荷载的荷载水平确定冷弯薄壁型钢的截面尺寸及沿截面高度方向上的间距;Step 1, determine the section size of the cold-formed thin-walled section steel and the spacing along the section height direction according to the load level of the vertical load and the horizontal load borne by the wall;

步骤2,将冷弯薄壁型钢沿截面高度方向上的间距加上两端各15-20mm的搭接距离来确定软木板的截面高度;Step 2, add the distance between the cold-formed thin-walled section steel along the height direction of the section and the overlap distance of 15-20mm at both ends to determine the section height of the cork board;

步骤3,根据墙体的建筑保温要求对步骤2中确定的软木截面高度进行调整,并据此确定软木板的厚度;Step 3, adjust the height of the cork section determined in step 2 according to the building insulation requirements of the wall, and determine the thickness of the cork board accordingly;

步骤4,根据自攻螺钉的受剪力确定冷弯薄壁型钢与软木板连接处自攻螺钉的型号、间距及数量;Step 4, according to the shear force of self-tapping screws, determine the type, spacing and quantity of self-tapping screws at the joint between cold-formed thin-walled steel and cork board;

步骤5,根据墙体拟应用地区的温湿度变化及外覆板受力大小,确定石膏、软木颗粒及蛭石三种材料的配比;Step 5, according to the temperature and humidity changes in the area where the wall is to be used and the stress of the outer cladding board, determine the ratio of the three materials: gypsum, cork particles and vermiculite;

步骤6,将轻质板材挂在混合龙骨中两侧冷弯薄壁型钢的翼缘上。Step 6. Hang the lightweight sheet on the flanges of the cold-formed thin-walled steel on both sides of the mixed keel.

以上所述仅为本发明的较佳实施例,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included in the protection of the present invention. within range.

Claims (8)

1.一种轻钢-木混合龙骨复合墙体,其特征在于,包括经过剖分的冷弯薄壁型钢(1)、软木板(2)、自攻螺钉(3)和轻质板材(4);所述冷弯薄壁型钢(1)包括沿冷弯薄壁卷边槽钢腹板中和轴剖分成的两部分,组成混合龙骨中的钢龙骨,所述两部分分别放置在墙体截面高度方向上的两端;所述软木板(2)包括两块,组成混合龙骨中的木龙骨,放置在所述冷弯薄壁型钢(1)腹板中和轴附近;所述软木板(2)与所述冷弯薄壁型钢(1)采用自攻螺钉(3)连接成整体;所述轻质板材(4)挂在所述混合龙骨两侧冷弯薄壁型钢(1)的翼缘上。1. A light steel-wood mixed keel composite wall is characterized in that it comprises split cold-formed thin-walled section steel (1), cork board (2), self-tapping screws (3) and light board (4) ); the cold-formed thin-walled section steel (1) includes two parts divided along the neutral axis of the cold-formed thin-walled channel steel web and forms the steel keel in the mixed keel, and the two parts are respectively placed on the wall The two ends in the height direction of the section; the cork board (2) consists of two pieces, which form the wooden keel in the mixed keel, and are placed near the web center and axis of the cold-formed thin-walled steel (1); the cork board (2) Connect the cold-formed thin-walled section steel (1) with self-tapping screws (3) into a whole; on the flange. 2.根据权利要求1所述的轻钢-木混合龙骨复合墙体,其特征在于,所述软木板(2)与所述冷弯薄壁型钢(1)在每侧的搭接长度为15-20mm。2. The light steel-wood mixed keel composite wall according to claim 1, characterized in that, the overlapping length of the cork board (2) and the cold-formed thin-walled steel (1) on each side is 15 -20mm. 3.根据权利要求1所述的轻钢-木混合龙骨复合墙体,其特征在于,所述冷弯薄壁卷边槽钢采用Q235钢或Q345钢。3. The light steel-wood mixed keel composite wall according to claim 1, characterized in that, the cold-formed thin-walled crimped channel steel is made of Q235 steel or Q345 steel. 4.根据权利要求1所述的轻钢-木混合龙骨复合墙体,其特征在于,所述自攻螺钉(3)由钻头、丝锥及丝扣三部分组成。4. The light steel-wood mixed keel composite wall according to claim 1, characterized in that the self-tapping screw (3) consists of three parts: a drill bit, a tap and a threaded button. 5.根据权利要求1所述的轻钢-木混合龙骨复合墙体,其特征在于,所述软木板(2)为Vc级的轻型木板。5. The light steel-wood mixed keel composite wall according to claim 1, characterized in that, the cork board (2) is a Vc grade light wood board. 6.根据权利要求1所述的轻钢-木混合龙骨复合墙体,其特征在于,所述轻质板材为由石膏、软木颗粒和蛭石合成的复合材料。6. The light steel-wood mixed keel composite wall according to claim 1, characterized in that, the lightweight board is a composite material synthesized from gypsum, cork particles and vermiculite. 7.根据权利要求6所述的轻钢-木混合龙骨复合墙体,其特征在于,所述轻质板材为由石膏、软木颗粒和蛭石按照1:0.08:0.3的比例合成的复合材料。7. The light steel-wood mixed keel composite wall according to claim 6, wherein the lightweight board is a composite material synthesized by gypsum, cork particles and vermiculite in a ratio of 1:0.08:0.3. 8.一种轻钢-木混合龙骨复合墙体的实施方法,其特征在于,包括:8. A method for implementing a light steel-wood mixed keel composite wall, characterized in that it includes: 步骤1,根据墙体承受的竖向荷载和水平荷载的荷载水平确定冷弯薄壁型钢的截面尺寸及沿截面高度方向上的间距;Step 1, determine the section size of the cold-formed thin-walled section steel and the spacing along the section height direction according to the load level of the vertical load and the horizontal load borne by the wall; 步骤2,将冷弯薄壁型钢沿截面高度方向上的间距加上两端各15-20mm的搭接距离来确定软木板的截面高度;Step 2, add the distance between the cold-formed thin-walled section steel along the height direction of the section and the overlap distance of 15-20mm at both ends to determine the section height of the cork board; 步骤3,根据墙体的建筑保温要求对步骤2中确定的软木截面高度进行调整,并据此确定软木板的厚度;Step 3, adjust the height of the cork section determined in step 2 according to the building insulation requirements of the wall, and determine the thickness of the cork board accordingly; 步骤4,根据自攻螺钉的受剪力确定冷弯薄壁型钢与软木板连接处自攻螺钉的型号、间距及数量;Step 4, according to the shear force of self-tapping screws, determine the type, spacing and quantity of self-tapping screws at the joint between cold-formed thin-walled steel and cork board; 步骤5,根据墙体拟应用地区的温湿度变化及外覆板受力大小,确定石膏、软木颗粒及蛭石三种材料的配比;Step 5, according to the temperature and humidity changes in the area where the wall is to be used and the stress of the outer cladding board, determine the ratio of the three materials: gypsum, cork particles and vermiculite; 步骤6,将轻质板材挂在混合龙骨中两侧冷弯薄壁型钢的翼缘上。Step 6. Hang the lightweight sheet on the flanges of the cold-formed thin-walled steel on both sides of the mixed keel.
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